Technical Papers
May 12, 2011

Advanced Beam Formulations for Free-Vibration Analysis of Conventional and Joined Wings

Publication: Journal of Aerospace Engineering
Volume 25, Issue 2

Abstract

This work extends advanced beam models to carry out a more accurate free-vibration analysis of conventional (straight, or with sweep/dihedral angles) and joined wings. The beam models are obtained by assuming higher-order (up to fourth) expansions for the unknown displacement variables over the cross-section. Higher-order terms permit bending/torsion modes to be coupled and capture any other vibration modes that require in-plane and warping deformation of the beam sections to be detected. Classical beam analyses, based on the Euler-Bernoulli and on Timoshenko beam theories, are obtained as particular cases. Numerical solutions are obtained by using the finite element (FE) method, which permits various boundary conditions and different wing/section geometries to be handled with ease. A comparison with other shell/solid FE solutions is given to examine the beam model. The capability of the beam model to detect bending, torsion, mixed and other vibration modes is shown by considering conventional and joined wings with different beam axis geometries as well as with various sections (compact, plate-type, thin-walled airfoil-type). The accuracy and the limitations of classical beam theories have been highlighted for a number of problems. It has been concluded that the proposed beam model could lead to quasi-three-dimensional dynamic responses of classical and nonclassical beam geometries. It provides better results than classical beam approaches, and it is much more computationally efficient than shell/solid modeling approaches.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The financial support from the Regione Piemonte project MICROCOST is gratefully acknowledged.

References

Banerjee, J. R. (1998). “Free vibration of axially loaded composite Timoshenko beams using the dynamic stiffness matrix method.” Comput. Struct.CMSTCJ, 69(2), 197–208.
Banerjee, J. R., and Sobey, A. J. (2005). “Dynamic stiffness formulation and free vibration analysis of a three-layered sandwich beam.” Int. J. Solids Struct.IJSOAD, 42(8), 2181–2197.
Banerjee, J. R., and Williams, F. W. (1992). “Coupled bending-torsional dynamic stiffness matrix for Timoshenko beam elements.” Comput. Struct.CMSTCJ, 42(3), 301–310.
Banerjee, J. R., and Williams, F. W. (1994). “Clamped-clamped natural frequencies of a bending-torsion coupled beam.” J. Sound Vib.JSVIAG, 176(3), 301–306.
Banerjee, J. R., Guo, S., and Howson, W. P. (1996). “Exact dynamic stiffness matrix of a bending-torsion coupled beam including warping.” Comput. Struct.CMSTCJ, 59(4), 613–621.
Bathe, K. (1996). Finite element procedure, Prentice Hall, Upper Saddle River.
Bishop, R. E. D., Cannon, S. M., and Miao, S. (1989). “On coupled bending torsional vibration of uniform beams.” J. Sound Vib.JSVIAG, 131(3), 457–464.
Carrera, E. (2002). “Theories and finite elements for multilayered, anisotropic, composite plates and shells.” Arch. Comput. Methods Eng., 9(2), 87–140.
Carrera, E. (2003). “Theories and finite elements for multilayered plates and shells: A unified compact formulation with numerical assessment and benchmarking.” Arch. Comput. Methods Eng., 10(3), 215–296.
Carrera, E., and Brischetto, S. (2008). “Analysis of thickness locking in classical, refined and mixed multilayered plate theories.” Compos. Struct.COMSE2, 82(4), 549–562.
Carrera, E., and Giunta, G. (2010). “Refined beam theories based on a unified formulation.” Int. J. Appl. Mech. Eng.IJAMAJ, 2(1), 117–143.
Carrera, E., and Petrolo, M. (2011). “On the effectiveness of higher-order terms in refined beam theories.” J. Appl. Mech.JAMCAV, 78(2).
Carrera, E., Giunta, G., Nali, P., and Petrolo, M. (2010a). “Refined beam elements with arbitrary cross-section geometries.” Comput. Struct.CMSTCJ, 88(5–6), 283–293,.
Carrera, E., Petrolo, M., and Nali, P. (2011). “Unified formulation applied to free vibrations finite element analysis of beams with arbitrary section.” Shock Vib.SHVIE8, 18(3), 485–502.
Carrera, E., Giunta, G., and Petrolo, M. (2010b). “A modern and compact way to formulate classical and advanced beam theories.” Chapter 4, Developments in computational structures technology, Topping, B. H. V., Adam, J. M., Pallarés, F. J., Bru, R., and Romero, M. L., eds., Saxe-Coburg Publications, Stirlingshire, UK, 75–112.
Chandrashekhara, K., Krishnamurthy, K., and Roy, S. (1990). “Free vibration of composite beams including rotary inertia and shear deformation.” Comput. Struct.CMSTCJ, 14(4), 269–279.
Craig, R. R. Jr. (1981). Structural dynamics, Wiley, New York.
Dancila, D. S., and Armanios, E. A. (1998). “The influence of coupling on the free vibration of anisotropic thin-walled closed-section beams.” Int. J. Solids and Struct.IJSOAD, 35(23), 3105–3119.
Demasi, L. (2007). “Investigation of conditions of minimum induced drag of closed wing systems and C-Wings.” J. Aircr.JAIRAM, 44(1), 81–99.
Eisenberger, M., Abramovich, H., and Shulepov, O. (1995). “Dynamic stiffness analysis of laminated beams using a first order shear deformation theory.” Compos. Struct.COMSE2, 31(4), 265–271.
El Fatmi, R., and Ghazouani, N. (2010). “Higher order composite beam theory built on Saint-Venants solution. I: Theoretical developments.” Compos. Struct.COMSE2,.
Eslimy-Isfahany, S. H. R., and Banerjee, J. R. (2000). “Use of generalized mass in the interpretation of dynamic response of bending-torsion coupled beams.” J. Sound Vib.JSVIAG, 238(2), 295–308.
Euler, L. (1744). De curvis elasticis, Bousquet, Lausanne and Geneva.
Frediani, A., Montanari, G., and Pappalardo, M. (1999). “Sul problema di prandtl della minima resistenza indotta di un sistema portante.” Proc. of XV AIDAA, Associazione Italiana di Aeronautica e Astronautica, Rome, Italy, 267–278.
Ganesan, R., and Zabihollah, A. (2007). “Vibration analysis of tapered composite beams using a higher-order finite element. I: Formulation.” Compos. Struct.COMSE2, 77(3), 306–318.
Gundlach, J. IV, et al. (2000). “Multidisciplinary design optimization of a strut-braced wing transonic transport.” Proc. 38th Aerospace Sciences Meeting and Exhibit, American Institute of Aeronautics and Astronautics, Reston, VA.
Kameswara Rao, M, Desai, Y. M., and Chitnis, M. R. (2001). “Free vibrations of laminated beams using mixed theory.” Compos. Struct.COMSE2, 52(2), 149–160.
Kant, T., Marur, S. R., and Rao, G. S. (1997). “Analytical solution to the dynamic analysis of laminated beams using higher order refined theory.” Compos. Struct.COMSE2, 40(1), 1–9.
Kapania, K., and Raciti, S. (1989). “Recent advances in analysis of laminated beams and plates. I: Shear effects and buckling.” AIAA J.AIAJAH, 27(7), 923–935.
Kiani, K., Nikkhoo, A., and Mehri, B. (2009). “Prediction capabilities of classical and shear deformable beam models excited by a moving mass.” J. Sound Vib.JSVIAG, 320(3), 632–648.
Marur, S. R., and Kant, T. (1996). “Free vibration analysis of fiber reinforced composite beams using higher order theories and finite element modelling.” J. Sound Vib.JSVIAG, 194(3), 337–351.
McCarthy, T. R., and Chattopadhyay, A. (1998). “Investigation of composite box beam dynamics using a higher-order theory.” Compos. Struct.COMSE2, 41(3–4), 273–284.
McConnell, K. G. (1995). Vibration testing: theory and practice, Wiley, New York.
Novozhilov, V. V. (1961). Theory of elasticity, Pergamon Press, Oxford.
Reddy, J. N. (2004). Mechanics of laminated composite plates and shells: Theory and analysis, 2nd Ed., CRC Press, Boca Raton.
Senjanović, I., and Fan, Y. (1989). “A higher-order flexural beam theory.” Comput. Struct.CMSTCJ, 32(5), 973–986.
Shi, G., and Lam, K. Y. (1999). “Finite element vibration analysis of composite beams based on higher-order beam theory.” J. Sound Vib.JSVIAG, 219(4), 707–721.
Song, O., and Librescu, L. (1993). “Free vibration of anisotropic composite thin-walled beams of closed cross-section contour.” J. Sound Vib.JSVIAG, 167(1), 129–147.
Song, S. J., and Waas, A. M. (1997). “Effects of shear deformation on buckling and free vibration of laminated composite beams.” Compos. Struct.COMSE2, 37(1), 33–43.
Simsek, M., and Kocatürk, T. (2007). “Free vibration analysis of beams by using a third-order shear deformation theory.” Sadhana-Acad. Proc. Eng. Sci.SAPSER, 32(3), 167–179.
Timoshenko, S. P. (1921). “On the corrections for shear of the differential equation for transverse vibrations of prismatic bars.” Philosophical MagazinePMHABF, 41, 744–746.
Timoshenko, S. P. (1922). “On the transverse vibrations of bars of uniform cross section.” Philosophical MagazinePMHABF, 43, 125–131.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, McGraw-Hill, New York.
Tsai, S. W. (1988). Composites Design, 4th Ed., Think Composites, Dayton.
Wolkowich, J. (1986). “The joined-wing: An overview.” J. Aircr.JAIRAM, 23(3), 161–178.
Yu, W., and Hodges, D. H. (2005). “Generalized Timoshenko theory of the variational asymptotic beam sectional analysis.” J. Am. Helicopter Soc.JHESAK, 50(1), 46–55.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 25Issue 2April 2012
Pages: 282 - 293

History

Received: Feb 19, 2010
Accepted: May 10, 2011
Published online: May 12, 2011
Published in print: Apr 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Erasmo Carrera [email protected]
Professor of Aerospace Structures and Aeroelasticity, Dept. of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy (corresponding author). E-mail: [email protected]
Marco Petrolo [email protected]
Research Assistant, Dept. of Mechanical and Aerospace Engineering, Politecnico de Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy; formerly, Institut Jean Le Rond d’Alembert, UMR7190 CNRS, Paris06, Case 162, Tour 55-65, 4, Place Jussieu, 75252, Paris, France. E-mail: [email protected]
Alberto Varello [email protected]
Ph.D. Student, Dept. of Mechanical and Aerospace Engineering, Politecnico de Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy; formerly, Institut Jean Le Rond d’Alembert, UMR7190 CNRS, Paris06, Case 162, Tour 55-65, 4, Place Jussieu, 75252 Paris, France. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share